2011
DOI: 10.5194/nhess-11-3359-2011
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Historical flash floods retromodelling in the Ondara River in Tàrrega (NE Iberian Peninsula)

Abstract: Abstract. Flash floods in the Ondara River have caused many fatalities and damages in the town of Tàrrega in the last 400 yr. Unfortunately, no flow records are available.However, floods can sometimes be reconstructed thanks to available historical information: limnimarks, written accounts and archaeological surveys. Indeed, from these data and using the retromodelling method on three different scenarios to take into account morphology changes, the peak flows of the seven greatest floods occurred in Tàrrega si… Show more

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Cited by 19 publications
(17 citation statements)
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“…These compilations done with scientific purposes, although scarce and modest, follow the methods of European research. This has allowed complex analyses such as: the improvement of climate behaviour estimations from multicentennial flood chronologies Barriendos and Rodrigo, 2006); the study of flash floods (Llasat et al, 2003;Barrera et al, 2006;Balasch et al, 2010aBalasch et al, , 2011; or the reconstruction of the peak flows and the impacts of one of the worst floods in the Iberian Peninsula, that of November 1617 (Thorndycraft et al, 2006).…”
Section: Scientific Approachesmentioning
confidence: 99%
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“…These compilations done with scientific purposes, although scarce and modest, follow the methods of European research. This has allowed complex analyses such as: the improvement of climate behaviour estimations from multicentennial flood chronologies Barriendos and Rodrigo, 2006); the study of flash floods (Llasat et al, 2003;Barrera et al, 2006;Balasch et al, 2010aBalasch et al, , 2011; or the reconstruction of the peak flows and the impacts of one of the worst floods in the Iberian Peninsula, that of November 1617 (Thorndycraft et al, 2006).…”
Section: Scientific Approachesmentioning
confidence: 99%
“…Besides, a high standard of accuracy in the calculations is not essential in reconstructing historical flows, because the input data have themselves a high degree of uncertainty. Because of this, and for the sake of homogeneity between data-rich and data-poor sites, we systematically use the 1-D hydraulic model HEC-RAS in steady flow conditions (USACE, 2008), which gives accurate enough results (Balasch et al, 2010a(Balasch et al, , 2011. Nevertheless, we also apply the 2-D model of Iber (Iber 2010;Ruiz-Villanueva et al, 2013) in some cases which would otherwise produce excessive inaccuracy: highly urbanized or very sinuous reaches or with large floodplains.…”
Section: Hydraulic Reconstructionmentioning
confidence: 99%
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“…These compilations done with scientific purposes, although scarce and modest, follow the methods of European research. This has allowed complex analyses such as: the improvement of climate behaviour estimations from multicentennial flood chronologies (Llasat et al, 2005;Barriendos and Rodrigo, 2006); the study of flash floods (Llasat et al, 2003;Barrera et al, 2006;Balasch et al, 2010aBalasch et al, , 2011; or the reconstruction of the peak flows and the impacts of one of the worst floods in the Iberian Peninsula, that of November 1617 (Thorndycraft et al, 2006).…”
Section: Scientific Approachesmentioning
confidence: 99%
“…Luckily, there is a lot of information about this event, especially, maximum water depths in many locations. So far, some of this information has already been used to calculate the peak flows of the floods in six spots located in three catchments (Balasch et al, 2010a(Balasch et al, , 2011. Here, we enlarged this list with four more sites and two more catchments.…”
Section: Introductionmentioning
confidence: 99%